M-501.pdf
PDF 460 KB Posted
- Attached to
- Mims Water Treatment Plant Mixing Improvement
- Solicitation number
- B-7-25-41
- Issued by
- Brevard County, Miramar Beach CDP, Florida
About this file
The document is a mechanical details drawing (Sheet M-501) prepared by Black & Veatch Corporation for Brevard County Utilities, specifically for the Mims Water Treatment Plant (WTP) Mixing Improvements project. The drawing is a 90% submittal dated August 2024 and includes detailed technical schematics for a removable enclosure, valve box, and link seal penetration, with specific focus on pipe wall seepage ring installations and dimensional specifications for various mechanical components. The drawing provides technical guidance for contractors, including notes about confirming existing pipe sleeve dimensions and detailing specific installation requirements for infrastructure elements.
The drawing is part of a larger infrastructure upgrade project for a water treatment facility, featuring precise technical specifications for mechanical integration. Key elements include 12" x 12" louvers, observation doors with handles, lifting eye bolts, and specific dimensional requirements for wall penetrations and sealing assemblies. The document is marked as a "NOT FOR CONSTRUCTION" submittal, indicating it is a preliminary design document intended for review and approval prior to final construction drawings. The mechanical details are part of Brevard County's efforts to improve the Mims Water Treatment Plant's operational infrastructure, with careful attention to technical precision and installation standards.
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Text version
PASSING PIPE
A
CONCRETE
WALL
SEEPAGE RING
NOTE 1 PIPE
SIZE
2 1/2
ALL DIMENSIONS IN INCHES
NOMINAL
SLEEVE DIA
A
7 1/2
23 1/2
27 1/2
LINK-SEAL TYPE
WALL PENETRATION
SEAL ASSEMBLY
LINK SEAL PENETRATIONB
NO SCALE
NOTES:
1. CONTRACTOR SHALL PROVIDE ENGINEERING
CALCULATIONS TO CONFIRM COMPLIANCE WITH
FLORIDA BUILDING CODE 8TH EDITION (2023)
AND WIND RISK CATEGORY III.
2. ALL ENCLOSURE COMPONENTS SHALL BE
ALUMINUM.
3. ENCLOSURE TOP SHALL BE REINFORCED BY
THE ENCLOSURE MANUFACTURER AS NEEDED
FOR LIFTING EYE BOLTS SYSTEM.
APPROVED:
DESIGNED:
DETAILED:
CHECKED:
DATE:
REVISIONS AND RECORD OF ISSUE
OF
PROJECT NO.:
43211/20(SCALE BAR IS 4" AT FULL SCALE)
SUBCONSULTANT:
G
FI
LE
PL
O
TT
ED
Certificate No. 8132 201 South Orange Avenue, Suite 500
Orlando, Florida 32801
Black & Veatch Corporation
FG
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O R
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VW
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P M
BREVARD COUNTY
UTILITIES MIMS WTP
MIXING IMPROVEMENTS
416085
90% SUBMITTAL
NOT FOR
CONSTRUCTION
AUGUST 2024
M-501
MECHANICAL
MECHANICAL DETAILS
RS
DS
RE
RS
ADDENDUM NO. 1
04/25 ISSUED WITH MODIFICATION PER1
8" MIN
6" M
IN
6"
24" X 24"
0.875"
VALVE BOXC
NO SCALE
3' -0
ZO
N E
2) 3'
-1 0"
(Z O
N E
4)
LIFTING EYE BOLTS
x4 (TYP)
HINGES
x2 (TYP)
HANDLE
12" X 12" OBSERVATION DOOR
ANCHOR BOLTS
x4 (TYP)
REMOVABLE BOLTS
x10 (TYP)
ANCHORING FRAME
SEE S-501
12" X 12" LOUVER
(BOTH SIDES)
4'-4"
M-501
M-501
REMOVABLE ENCLOSUREA
NO SCALE
4' M
AX
1'-8 1/4"
2' -1
1/
2"
4'-4 1/2"
3" M
AX
2' -1
0"
4'-4"
1'
/4
1'
1'
1'-8 1/4"
2' -4
ZO
N E
2) 3'
-6
/4
ZO
N
E 4)
1'
SECTION1
M-501 NO SCALE
SECTION2
M-501 NO SCALE
9" (Z
O N
E 2)
1' -7
ZO
N E
4)
12" X 12" LOUVER
12" X 12"
OBSERVATION DOOR
WITH HANDLE
NOTES:
1. CONTRACTOR TO CONFIRM DIMENSIONS OF EXISTING PIPE SLEEVES BEFORE PROCUREMENT OF LINK SEALS.
AutoCAD SHX Text Brevard County Utility Services
AutoCAD SHX Text November 2023
AutoCAD SHX Text
US-67
AutoCAD SHX Text Valve Box
AutoCAD SHX Text Notes: 1. Bronze or cast iron cover marked "SEWER", "WATER", or "REUSE" as appropriate. Bronze or cast iron cover marked "SEWER", "WATER", or "REUSE" as appropriate. 2. Double wrap fittings in polyethelyene sheeting prior to placing concrete. Double wrap fittings in polyethelyene sheeting prior to placing concrete. 3. Valve boxes greater than 4' in length shall include an extension operator. Valve boxes greater than 4' in length shall include an extension operator. 4. Operating nut must be within 30" of top of valve box. Operating nut must be within 30" of top of valve box. 5. Extension operator must be connected to valve operating nut with a 3/8" stainless steel nut and Extension operator must be connected to valve operating nut with a 3/8" stainless steel nut and bolt. 6. Concrete blocking to be installed as to not interfere with the removal of MJ bolts.Concrete blocking to be installed as to not interfere with the removal of MJ bolts.
AutoCAD SHX Text No Scale
AutoCAD SHX Text Brevard County Utility Services
AutoCAD SHX Text November 2023
AutoCAD SHX Text
US-74
AutoCAD SHX Text Utility Markers
AutoCAD SHX Text Notes: 1. 3" diameter bronze identification disc embedded in the concrete. 3" diameter bronze identification disc embedded in the concrete. 2. Pipe Size connected to Valve. Pipe Size connected to Valve. 3. Type of Valve - Type of Pipe that Valve is connected to. Type of Valve - Type of Pipe that Valve is connected to. 4. Open Left - Number of turns. Open Left - Number of turns. 5. Minimum letter size 0.33", Minimum space 0.25" Minimum letter size 0.33", Minimum space 0.25" 6. Place at NW corner with 2" minimum clearance from edge/joints in concrete. Place at NW corner with 2" minimum clearance from edge/joints in concrete. 7. Provide minimum dimensions as shown. Provide minimum dimensions as shown. 8. Place Utility markers in wet concrete or drill and expxy into hardened / existing Place Utility markers in wet concrete or drill and expxy into hardened / existing concrete; follow manufacturer's recommendations.
AutoCAD SHX Text No Scale
AutoCAD SHX Text 24"
AutoCAD SHX Text
BCUSD
AutoCAD SHX Text
GV-DI FM
AutoCAD SHX Text O/L - 50
AutoCAD SHX Text Acceptable Notations: GV - Gate Valve ARV - Air Release Valve FM - Force Main RU - Reuse Main RW - Raw Water PW - Potable Water PV - Plug Valve CV - Check Valve DI - Ductile Iron PVC - PolyVinyl chloride O/L - Open left O/R - Open right
AutoCAD SHX Text profile view
AutoCAD SHX Text plan view
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